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PROVIDE SOLID SHIM BETW'N TRUSS <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />°FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 3/8"xO.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />3 SEGTION <br />SCALE: 3/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />w^ <br />=d <br />2x FASCIA u' <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />5PEGIFIGATION5. <br />2x4 ® 16"O.G. FA5TEN€P- <br />TO GABLE END TRUSS w/ <br />(2)3"xO.131" TOENAILS. <br />FASTEN SHEATHING TO 2x4- <br />BLOGKIN6 w/ 2 3Ya"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />6YP5UM BOARD' q MAX <br />PER ARCH FOR <br />FIREPROOFING <br />2'-0" MIN <br />ROOF 5HT6 <br />GABLE END VERTICAL WEB <br />SHALL <br />REINFORGIN6 AS REQURIED <br />4 MIN <br />BY TRUSS MANUF. <br />I <br />O NTOAOF <br />NTORO <br />f- 2x4 BLOCKING w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />X k x x ' IXI <br />(4) 3 Y4"x0.131" <br />i <br />NAILS <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />3 Y4"xO.131" TOENAILS @ 12" <br />O.G. GONNEGTIN6 BOTTOM <br />FASTEN ROOF TRU55 TO <br />CHORD TO TOP PLATE <br />a�ll <br />DOUBLE TOP PLATE w/ <br />. <br />- <br />7 <br />(3) 3 Y4"xO.131" TOENAILS <br />FASTEN BOTTOM CHORD OF <br />2x4 BRACE w/2x4 T-BRACE; <br />PROVIDE 2x4 BLOGKIN6 ® 48" <br />GABLE END TRU55 TO TOP <br />SPACED ® 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />PLATE WITH 51MP50N A35 <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />CLIPS ®32" O.G. <br />NAILS @ 12" O.G. <br />T16HT BETWEEN TRU55 BOTTOM <br />(NOT REQ'D AT TRU55 HE16HT5 <br />CHORDS AND NOTCH AROUND <br />FASTEN BOTTOM OF 2x4 <br />4'-1" OR SHORTER) <br />SILL PLATE <br />BRACE TO DBL. TOP <br />FASTEN DRYWALL TO <br />S�GTION PLATE w/ (1) SIMPSON H2.5T S ON BLOGKIN6 w/5GREW5 <br />2 SCALE: 3/4"=1'-0" 03 Y4 x0.131 GTI <br />TOENAILS 26 : S/4"=1'-0" /NAILS ® 6" O.G. <br />FASTEN ROOF 5HEATHIN6 TO <br />2x LEDGER w/ 2 %"x0.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x EXTERIOR WALL <br />2x6 BLOGKIN6 IN EA. TRUSS BAY <br />-SEE PLAN FOR 5HEATHIN6 <br />ROOF TRUSSES <br />FASTENED TO EACH GRO551 NG <br />AND CONNECTION SPECS. <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />PER PLAN <br />STUD wl (3)3y4"x0.131" NAILS <br />LADDER TRUSS w/ 3"x0.131" NAILS ® 6" O.G. <br />EXTERIOR WALL 5HT'6. TO RUN <br />SEE DETAIL 3-1 <br />CONTINUOUS FULL HE16HT OF WALL <br />FASTEN FLOOR <br />FOR ADDITIONAL <br />FROM BOTTOM OF LADDER TRU55 <br />FLOOR TRU55E5 5HT6. TO FIRST <br />CONNECTION INFO 4 <br />TO TOP OF DOUBLE TOP PLATE <br />-PER PLAN TRUSS w/ 3"x0:131" <br />5HT6. FA5TENIN6 <br />2 Y2 x0.131 3 O.G. INTO SOLE <br />NAILS ® 6" o.c. <br />FASTEN EA. TRU55 <br />PLATE <br />TO LEDGER w/ <br />51MP50N H2.5T <br />2x LEDGER <br />LADDER TRU55. FASTEN LADDER <br />-REFER TO "ROOF <br />TRUSS TO EA. BLKG PANEL w/ <br />FRAMIN6 NOTES" <br />xx <br />(3)3 Y4"xO.131" NAILS MIN. <br />(U.N.O. ON PLAN) <br />2 Y2"xO.131" @ 3" O.G. INTO <br />LADDER TRUSS <br />FASTEN LADDER TRUSS TO GMU 2x4 (MIN.) 5PF #2 BLOCKING A5 5HOWN AT <br />BOND BEAM w/ 51MP50N HETAI6 48" o.c. FACE NAILED TO TRU55 TOP $ <br />EMBEDDED STRAP @ 16" O.G. BOTTOM CHORD w/ (4) 3"xO.131" NAILS. <br />STRAP MAY BE INSTALLED ON <br />ItkIDE OR OUTSIDE FACE OF TRUSS 8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />p, S�GTION <br />38 SCALE: 3/4"=1'-0" <br />ALL LAPS IN MASONRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. HALL <br />REIWORGING DETAIL <br />SCALE: NM <br />O.G.EMBEDDED STRAP @ EACH TRU55 <br />r TO Oi �� <br />• - • r-- 't� �° <br />•i ii <br />BLOGKINWRIBBON►�i��� <br />6� S�GTION <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />HAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"xO.131" <br />NAILS ® 16" O.G. <br />FLOOR TRU55E.3 <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2"xO.131" NAILS @ 6" O.G. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"xO.131" <br />NAILS @ 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />6`t S�GT ION <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3i(b"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENIN6, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />BY WINDOW/DOOR Yi1NDOW/DOOR MANUFACTURER'S SPECS. <br />MANUFACTURER <br />H WIN PONDOOR BUCK PETAL LSCALE: NTS <br />EXTERIOR WALL 5HT'6. TO RUNS <br />CONTINUOUS FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO <br />50LE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTOM) <br />FASTEN TO EA. TRUSS VERTICAL <br />w/ (2) 3 Y4'xO.131" NAILS <br />2 YZ"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRUSS <br />(® 11.2" O.G. MAX) FASTENED TO <br />END TRUSS VERTICAL OR TO <br />BLOGKIN6/RIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF GMU WALL <br />.� <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />3� S�GTION <br />SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMI N6 <br />* PROVIDE SOLID SHIM BETW'N TRUSS 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 IS GREATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />FASTEN 50LE PLATE TO CONT. RIBBON w/ <br />3"xO.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"xO.131" NAILS @ 6" O.G. <br />7, - K__� <br />FLOOR TRUSSES <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />ROOF TRU555 <br />TYPICAL OVER�RAM I NG <br />CONNECTION DETAIL <br />5( ALE: N.T.S. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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